Research Article
Adhesion Characteristics of Tire-Asphalt Pavement Interface Based on a Proposed Tire Hydroplaning Model
Table 1
Design gradation of asphalt mixtures.
| Sieve size (mm) | Components | Passing rate of each sieve (%) | 0.075 | 0.15 | 0.3 | 0.6 | 1.18 | 2.36 | 4.75 | 9.5 | 13.2 | 16 |
| AC | 6 | 10 | 13.5 | 19 | 26.5 | 37 | 53 | 76.5 | 95 | 100 | SMA | 10 | 13.2 | 16.3 | 19.5 | 22.7 | 25.8 | 29 | 63.5 | 97.9 | 100 | OGFC | 4.6 | 5.4 | 6.1 | 8.7 | 11.5 | 15.0 | 18.8 | 63.3 | 97.8 | 100 |
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